Vadodara Mahanagar Seva Sadan Water Supply Project Vadodara
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Ancient Hindu Rock Monuments
ISSN: 2455-2631 © November 2020 IJSDR | Volume 5, Issue 11 ANCIENT HINDU ROCK MONUMENTS, CONFIGURATION AND ARCHITECTURAL FEATURES OF AHILYA DEVI FORT OF HOLKAR DYNASTY, MAHISMATI REGION, MAHESHWAR, NARMADA VALLEY, CENTRAL INDIA Dr. H.D. DIWAN*, APARAJITA SHARMA**, Dr. S.S. BHADAURIA***, Dr. PRAVEEN KADWE***, Dr. D. SANYAL****, Dr. JYOTSANA SHARMA***** *Pt. Ravishankar Shukla University Raipur C.G. India. **Gurukul Mahila Mahavidyalaya Raipur, Pt. R.S.U. Raipur C.G. ***Govt. NPG College of Science, Raipur C.G. ****Architectural Dept., NIT, Raipur C.G. *****Gov. J. Yoganandam Chhattisgarh College, Raipur C.G. Abstract: Holkar Dynasty was established by Malhar Rao on 29th July 1732. Holkar belonging to Maratha clan of Dhangar origin. The Maheshwar lies in the North bank of Narmada river valley and well known Ancient town of Mahismati region. It had been capital of Maratha State. The fort was built by Great Maratha Queen Rajmata Ahilya Devi Holkar and her named in 1767 AD. Rani Ahliya Devi was a prolific builder and patron of Hindu Temple, monuments, Palaces in Maheshwar and Indore and throughout the Indian territory pilgrimages. Ahliya Devi Holkar ruled on the Indore State of Malwa Region, and changed the capital to Maheshwar in Narmada river bank. The study indicates that the Narmada river flows from East to west in a straight course through / lineament zone. The Fort had been constructed on the right bank (North Wards) of River. Geologically, the region is occupied by Basaltic Deccan lava flow rocks of multiple layers, belonging to Cretaceous in age. The river Narmada flows between Northwards Vindhyan hillocks and southwards Satpura hills. -
Fish Diversity of the Vatrak Stream, Sabarmati River System, Rajasthan
Rec. zool. Surv. India: Vol. 117(3)/ 214-220, 2017 ISSN (Online) : (Applied for) DOI: 10.26515/rzsi/v117/i3/2017/120965 ISSN (Print) : 0375-1511 Fish diversity of the Vatrak stream, Sabarmati River system, Rajasthan Harinder Singh Banyal* and Sanjeev Kumar Desert Regional Centre, Zoological Survey of India, Jodhpur – 342005, Rajasthan, India; [email protected] Abstract Five species of fishes belonging to order cypriniformes from Vatrak stream of Rajasthan has been described. Taxonomic detailsKeywords along: with ecology of the fish fauna and stream morphology are also discussed. Diversity, Fish, Rajasthan, stream morphology, Vatrak Introduction Sei joins from right. Sabarmati River originates from Aravalli hills near village Tepur in Udaipur district of Rajasthan, the biggest state in India is well known for its Rajasthan and flows for 371 km before finally merging diverse topography. The state of Rajasthan can be divided with the Arabian Sea. Thus the Basin of Sabarmati River into the following geographical regions viz.: western and encompasses states of Rajasthan and Gujarat covering north western region, well known for the Thar Desert; the an area of 21,674 Sq.km between 70°58’ to 73°51’ East eastern region famous for the Aravalli hills, whereas, the longitudes and 22°15’ to 24°47’ North latitudes. The southern part of the state with its stony landscape offers Vatrak stream basin is circumscribed by Aravalli hills typical sites for water resource development where most on the north and north-east, Rann of Kachchh on the of the man-made reservoirs are present. Mahi River basin west and Gulf of Khambhat on the south. -
Resettlement in Narmada River Basin Evolution of Resettlement Policy in India
Resettlement in Narmada River Basin Evolution of Resettlement Policy in India Uday Shelat Professor, Department of Architecture and Planning The Maharaja Sayajirao University of Baroda, India Abstract The present paper examines the problems of resettlement of people affected by a large-scale water resource development project in India. At present there is no resettlement policy at the national level, but the Government of Gujarat has evolved resettlement policies for the Saradar Sarovar Project on the river Narmada. The attempt has been made to look into the policies, strategies and implementation process i.e., efforts made by the state government to resettle the project-affected people in the new habitats. Finally, the paper depicts recommendations and suggestions to strengthen the resettlement process. Introduction India after independence embarked on an ambitious programme of economic development. Nation faced twin problems of unemployment and poverty to begin with. The land was rich with diverse natural resources but was unharnessed. The crucial task was to channelize these resources- land, water, minerals, forests, and sea wealth so as to transform them into productive wealth for the people. India has unique geographic situation where arable land is spread out stretching from Kutch to Brahmputra valley and from Deccan trap to plains of Punjab, while bulk of surface water sources are concentrated in about dozen river basins; and 80% of surface water is available only in monsoon months which flows down the sea if not impounded. Therefore neither water nor land is utilised optimally, depriving the country of their full benefits. The Saradar Sarovar Project (SSP) on river Narmada was conceived keeping these potentials. -
Evaluation of Water Quality Status of Mahi River in Gujarat Region
International Journal of Advances in Science Engineering and Technology, ISSN(p): 2321 –8991, ISSN(e): 2321 –9009 Vol-6, Iss-4, Spl. Issue-1 Nov.-2018, http://iraj.in EVALUATION OF WATER QUALITY STATUS OF MAHI RIVER IN GUJARAT REGION HIMANI PANDEY 1 Department of Earth and Environmental Sciences, K.S.K.V. Kachchh University, Bhuj-Kachchh, Gujarat-370001. 2Asst Prof., Institute of Technology and Management, Universe Vadodara, Gujarat. E-mail: [email protected] Abstract - The aim of the present study was to evaluate the water quality of Mahi River in Gujarat Region. Mahi river covers three states Madhya Pradesh, Gujarat and Rajasthan. Mahi river is one of the longest river which passes from Gujarat. It originates from Madhya Pradesh and confluences at Gulf of Khambhat. In the present study seasonal variability of various physical, chemical and biological parameters was studied during the period of May 2016 to April 2017. This study was conceived in order to bring to light the present status of Mahi River in terms of its water quality and the impact of heavy metal pollutants on the chosen biota at the receiving coastal water body. Keywords - Water Pollution, Water Quality, Effluent. I. INTRODUCTION manufacture, pesticide, pigment manufacture, printing and photographic industries, etc., (Kadirvelu Gujarat is located on the north-western shores of et al., 2001a). Mahi river which is a perennial river India, which lies between 20°01’ and 24° 07’ north flows around 12 km from Vadodara city. There are latitudes and 10’ and 74° 28’ east longitudes. Gujarat many industries situated on the southern bank of the State has common borders with Rajasthan, Madhya river. -
LIST of INDIAN CITIES on RIVERS (India)
List of important cities on river (India) The following is a list of the cities in India through which major rivers flow. S.No. City River State 1 Gangakhed Godavari Maharashtra 2 Agra Yamuna Uttar Pradesh 3 Ahmedabad Sabarmati Gujarat 4 At the confluence of Ganga, Yamuna and Allahabad Uttar Pradesh Saraswati 5 Ayodhya Sarayu Uttar Pradesh 6 Badrinath Alaknanda Uttarakhand 7 Banki Mahanadi Odisha 8 Cuttack Mahanadi Odisha 9 Baranagar Ganges West Bengal 10 Brahmapur Rushikulya Odisha 11 Chhatrapur Rushikulya Odisha 12 Bhagalpur Ganges Bihar 13 Kolkata Hooghly West Bengal 14 Cuttack Mahanadi Odisha 15 New Delhi Yamuna Delhi 16 Dibrugarh Brahmaputra Assam 17 Deesa Banas Gujarat 18 Ferozpur Sutlej Punjab 19 Guwahati Brahmaputra Assam 20 Haridwar Ganges Uttarakhand 21 Hyderabad Musi Telangana 22 Jabalpur Narmada Madhya Pradesh 23 Kanpur Ganges Uttar Pradesh 24 Kota Chambal Rajasthan 25 Jammu Tawi Jammu & Kashmir 26 Jaunpur Gomti Uttar Pradesh 27 Patna Ganges Bihar 28 Rajahmundry Godavari Andhra Pradesh 29 Srinagar Jhelum Jammu & Kashmir 30 Surat Tapi Gujarat 31 Varanasi Ganges Uttar Pradesh 32 Vijayawada Krishna Andhra Pradesh 33 Vadodara Vishwamitri Gujarat 1 Source – Wikipedia S.No. City River State 34 Mathura Yamuna Uttar Pradesh 35 Modasa Mazum Gujarat 36 Mirzapur Ganga Uttar Pradesh 37 Morbi Machchu Gujarat 38 Auraiya Yamuna Uttar Pradesh 39 Etawah Yamuna Uttar Pradesh 40 Bangalore Vrishabhavathi Karnataka 41 Farrukhabad Ganges Uttar Pradesh 42 Rangpo Teesta Sikkim 43 Rajkot Aji Gujarat 44 Gaya Falgu (Neeranjana) Bihar 45 Fatehgarh Ganges -
TEST 6 MPPSC 2020 MAINS TEST SERIES TEST 6 MODEL HINTS GS PAPER 1 (Part B) GEOGRAPHY Unit I, Unit II, Unit III, Unit IV and Unit V ------3 MARKERS 1
MPPSC 2020 – MAINS TEST SERIES 2020 - TEST 6 MPPSC 2020 MAINS TEST SERIES TEST 6 MODEL HINTS GS PAPER 1 (Part B) GEOGRAPHY Unit I, Unit II, Unit III, Unit IV and Unit V -------------------------------------------------------------------------------------------------------------------------------------------------------------- 3 MARKERS 1. This question consists of very short answer type question. Each question is to be answered in 1 line (10 Words). There is no internal choice. Each question carries 3 marks (a) Duars Model Hints • The longitudinal flat floored structural valleys region between the Lesser Himalayas and the Outer Himalayas are called as ‗duars’ (door) in the eastern Himalayan region in India. It's called as ‘duns’ in the western himalayan region. • The Bhabar of Punjab are known as duars in Assam • Duars is the gateway to the hill stations of North Bengal, Assam and Bhutan. • Duar region is famous for its tea gardens, forests. • It is ideal for nature enthusiasts and adventure seekers. (b) Cropping Intensity Model Hints Cropping intensity refers to raising of a number of crops from the same field during one agricultural year. It can be measured through a formula : Cropping intensity = Total cropped area x 100 Net sown area MPPSC 2020 - MAINS TEST SERIES 2020 (Enroll@8999) Call: 9953733830 WhatsApp: 7982862964 Mail: [email protected] www.mppscadda.com MPPSC 2020 – MAINS TEST SERIES 2020 - TEST 6 (c) High Tide and Low Tide. Model Hints Tides are the daily changes in the level of the ocean water at any given place. The main factors that causes tides are the gravitational pull of the Moon and the Sun High tide is created by the gravitational pull of the moon which pulls water toward it. -
Water Supply Flow Diagram of Urban Local Bodies (Based on Year 2008-09)
Water Supply Flow Diagram of Urban Local Bodies (Based on Year 2008-09) 1 Ahmedabad - Water Supply Flow Diagram (Municipal Corporation) Narmada Canal Kotarpur WTP Jaspur WTP 5 no. of French wells French well 6500 2750 LL/Day LL/Day Western Main Central Main Eastern Main No. of WDS-21 800 No. of WDS-62 No. of WDS-33 LL/Day Dudheshwa WTP West zone North zone East zone North zone 19 2 South zone 20 26 16 No. of WDS-6 WATER LOSS Water Production at Source: 9254.21 Lac Litres/Day Average daily quantity of water supplied: ND Water Estimated consumption quantity: 6388.00 Lac Litres/Day Estimated Total Loss: 2866.21 Lac Litres/Day Bore/ PERFORMANCE ASSESSMENT SYSTEM, TubeWell Consumer WTP Sump ESR HGLR Prepared by : Urban Management Centre 2 /Open End Well All units are in Lac Litres ; As on 2008-09 Bhavnagar - Water Supply Flow Diagram (Municipal Corporation) Shetrunji Mahi Pipe (Narmada Water) Dam Gaurishankar Khodiyar Lake Lake 400 150 180 LL/Day LL/Day LL/Day Thaktheswar Neelambaug Chitra Thaktheswar WDS Neelambaug WDS Chitra WDS Dilbhar WDS 319 LL Sump+ESR 40 LL Sump+ESR 36 LL Sump+ESR 22 LL Sump+ESR WATER LOSS Water Production at Source: 875.00 Lac Litres/Day Average daily quantity of water supplied: 859 .00 Lac Litres/Day Direct Pumping (5 Lac Liters water drawn from ground) Water Estimated consumption quantity: 514.80 Lac Litres/Day Estimated Total Loss: 360.20 Lac Litres/Day Bore/ PERFORMANCE ASSESSMENT SYSTEM, TubeWell Consumer WTP Sump ESR HGLR Prepared by : Urban Management Centre 3 /Open End Well All units are in Lac Litres ; As on -
Perennial and Non-Perennial River- River Originating from Mountains, They Get Water Throughout the Year, That River Consider As Perennial River
Perennial and Non-Perennial river- River originating from mountains, they get water throughout the year, that river consider as Perennial river. on the other hand river originating from plateau region called Non-Perennial river. these river do not have enough water for the whole year. Peninsular river- They have a large seasonal fluctuation in volume as they are solely fed from rainfall. These river flow in valley with steep gradients. the river which end in the Bay of Bengal are called 'East flowing' river, If the river empties into the Arabian sea, it is called ' West flowing' river. Inland drainage river- The river which does not empty itself into any sea, and end with any lake or any other water body is known as Inland Drainage river. Classification Indus River Originated from Bokharchu Glacier , near Mansarover. Rivers in India Total length of about 2897 km, it fall into the Arabian sea. Enter in India through Ladakh, flow only in J&K. Ganga River It flow between the Ladakh range and the Zaskar range at Leh. Brahmaputra River Originates as the Bhagirathi from the Gangotri glacier. Originates from Mansaravar Lake. Alaknanda unites with Bhagirathi at Devprayag, Uttarakhand, henceafter know as Ganga. Total length of about 3848 km. It fall into Bay of Bengal. At Bangladesh, Ganga merge with Brahmaputra, mixture known as Padma river. Enter India in Arunachal Pradesh. most of its course lies outside India. Total length of about 2510 km, It fall into the Bay of Bengal. It flow parallel to the Himalayas in the eastward direction. Originate from the Yamunotri glacier, at the Bandarpoonch peak in Uttarakhand. -
“A Visit to Sardar Sarovar Dam”
“A VISIT TO SARDAR SAROVAR DAM” 23rd September 2017 Coordinator ORGANIZED BY J. S. Makadiya CIVIL DEPARTMENT S. M.DOBARIYA PREPARED BY D R SOLANKI J S MAKADIYA K.P.BARAD 1 CONTENT (1) Acknowledgement 03 (2) General Information 04 (3) Purpose of Visit 05 (4) Learning Point 06 (5) Conclusion 13 2 ACKNOWLEDGEMENT We are gladly thankful to Head of the Department Civil Engg. for providing such great opportunities to learn something new and innovative and our faculties who gave us a great guidance regarding training and instructed us the importance of training in civil field. So we decided to take visit in Sardar Sarovar Narmada dam, near Navagam. 3 GENERAL INFORMATION Narmada Dam & sardar sarovar are one of the largest water resources of India covering four major states - Maharashtra, Madhya Pradesh, Gujarat and Rajasthan. Dam's spillway discharging capacity is 30.7 lakhs cusecs. Narmada Main Canal' s length is 532 km and it is the largest irrigation canal in the world with 1133 cumecs (40000 cusecs) capacity at the head regulator. It is the largest dam and part of the Narmada Valley Project, a large hydraulic engineering project involving the construction of a series of large irrigation and hydroelectric multi-purpose dams on the Narmada river. 4 PURPOSE OF VISIT Our main purpose for this visit is to be familiar with industrial environment and to get practical knowledge of Hydraulic structure of dam and Hydro power plant in dam. Also in 5th semester subject like Irrigation engineering requires knowledge about how components of dam and hydro power plant are constructed, so it is very much convenient to see all the practical and components in real time work environment. -
Quantitative Assessment of Coastal Changes Between
International Journal of Geology, Earth & Environmental Sciences ISSN: 2277-2081 (Online) An Online International Journal Available at http://www.cibtech.org/jgee.htm 2013 Vol.3 (3) September-December, pp.89-95/Janak et al. Research Article QUANTITATIVE ASSESSMENT OF COASTAL CHANGES BETWEEN NARMADA AND KIM RIVER OF SOUTH GUJARAT, INDIA Janak P Joshi1, Sumit Dabral2 and *Bindu Bhatt2 1Department of Geography, the Maharaja Sayajirao University of Baroda 2NHPC Ltd., Tawang Hydro-Electric Project Stage I, Nehru Market, District: Tawang – 790104, Arunachal Pradesh, India *Author for Correspondence ABSTRACT Coastal areas are very important for human beings since the beginning of time. Change detection is the process of identifying differences in the state of an object or phenomenon by observing it at different times. Coastal changes are attracting more focus since they are important environmental indicators that directly impact coastal economic development and land management. Both natural and anthropogenic processes along the coast control the erosion, and accretion activities of the coastal zones The study quantifies the changes along the Coast between Narmada and Kim River of South Gujarat, India by using geospatial techniques. The analysis of the multi-temporal remote sensing data shows that the coast is subject to important changes during years between 1978-2011 time interval including erosion and accretion. The study also demonstrates the applicability and efficacy of geospatial technique for quantitative assessment and monitoring of the coastal environment. Key Words: Quantitative, Erosion, Accretion, Coastal Region, Geospatial INTRODUCTION Coastal zone is the transition area between land and ocean Aidy et al., (2007) and is an area of complex, dynamic and delicate environment. -
Meteorological Data of Dhadhar River Basin
Special Issue - 2015 International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 ETWQQM -2014 Conference Proceedings Analysis of Non-Stationarity in Hydro- Meteorological Data of Dhadhar River Basin Sunil Kumar and N. K. Goel Department of Hydrology Indian Institute of Technology Roorkee Roorkee-247667, India Abstract—Hydrological estimates like water availability and series, significant long-term dependence is present for a large design flood are required for the design of water resources number of peak flow series tested. project like dams, weirs, barrages, bridges, hydro-power, thermal power and nuclear power projects and water supply Ceschia., (1994) in his study “Trend Analysis of Mean projects. The estimation of hydrological parameters requires the Monthly Maximum and Minimum Surface Temperatures of analysis of spatial data of toposheets, river network etc. and the 1951-1990 Period in Friuli-Venezia Giulia” analyzed the analysis of time oriented data of rainfall, temperature, discharge behavior of seasonal and yearly average of the monthly means data etc. The procedure for design flood estimation and water of maximum and minimum daily surface temperature, availability estimation are based on the assumption of covering the period 1951-90, in some stations of the Italian stationarity i.e. past data is representative of future. In the Hydrographic Service spread over the region of Friuli-Venezia present study the hydro-meteorological data of Dhadhar river Giulia by the Spearman‟s test with the aim of determining a basin have been analysed in detail for the presence of any non- possible trend. stationarity like changes in mean, presence of short and long term dependence and presence of trend etc. -
Performance and Development Effectiveness of the Sardar Sarovar Project
PERFORMANCE AND DEVELOPMENT EFFECTIVENESS OF THE SARDAR SAROVAR PROJECT TATA INSTITUTE OF SOCIAL SCIENCES (A Deemed University) V.N. Purav Marg, Deonar Mumbai 400088 INDIA www.tiss.edu ____________________________________________________________________________ Cover Photograph, Design and Layout : Mukund Sawant, TISS, Mumbai Text Layout, Design and Typesetting : Publications Unit, TISS, Mumbai Printing : Specific Assignments, Parel, Mumbai – 40 011 ii CONTENTS Preface iv Executive Summary vi Chapter 1 Sardar Sarovar Project: Examining Social, Environmental 1 and Financial Costs Chapter 2 Sardar Sarovar Project: Benefits Realised? 58 Chapter 3 Concluding Observations 90 Appendices 92 Appendix 1 Chronology of Events 92 Appendix 2 Extract from Directions Regarding Submergence, Land 99 Acquisition and Rehabilitation of the Displaced Persons Appendix 3 Case Studies 100 Appendix 4 Graphs 102 iii PREFACE The Tata institute of Social Sciences (TISS), Mumbai, was the official agency for Monitoring and Evaluation of Resettlement and Rehabilitation of people displaced in Maharashtra by the Sardar Sarovar Project (SSP) from 1987 to 1994. During this period, the TISS developed baseline data on social, demographic, economic, cultural and environmental aspects of individuals, families and communities in 33 villages in Akkalkuwa and Akrani tehsils of Dhule (now Nandurbar) district, and tracked changes in the habitat and life conditions of people shifted from Manibeli, Dhankhedi, and Chimalkhedi villages to Parveta (one of the earliest resettlement sites in Gujarat). While TISS moved out of its monitoring and evaluation role in 1994, it continued to track the progress made on various aspects of the SSP. Dam height has been steadily increasing and reached 121.92 m in October 2006; the final and pending phase of installing radial gates will take the dam height to 138.68 m.